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§ <br />_ <br />§ <br />-2 <br />0 <br />1000 t <br />, <br />tƒ <br />Section RE <br />' y <br />62-foot high section <br />. . <br />\ <br />Material: gob <br />t K�% <br />Strength Type: Undmmed <br />Unit Weight: 104 Ib3Z8 <br />. <br />%\ <br />Cohesion Type: Constant <br />? <br />Cohesion: 1200 psf <br />� \\ <br />Z2rK d\ <br />Water Surface: None <br />l } <br />Material: foundation <br />CIi <br />Strength Type: Mohr-Coulomb <br />\\ <br />2y§ <br />\ J\ « <br />Unit Weight: 42 WE <br />Cohesion O psf <br />Friction Angle: 30 degrees <br />\6 <br />Water Surface: None <br />\\ \ \\ <br />\! <br />?? ? aE <br />: � <br />�::[C <br />3� <br />1000 t <br />